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1 ■ 2 ■ 3 ■ 4 ■ ■ 6 ■ 7 ■ 3 ■ 9 ■ 10 1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 19 ■ 20 <br />R <br />■ <br />f _ 1 <br />j: } <br />N <br />■ <br />is m <br />■ <br />■ <br />K <br />■ <br />H <br />■ <br />G <br />■ <br />Y <br />■ <br />I <br />D <br />■ <br />C <br />■ <br />r_. <br />A <br />.mot <br />�t <br />�b. <br />O <br />O O O <br />O O O <br />a a <br />PLAN VIEW <br />( ROOF ) <br />NOTES: <br />1. A (Kd) OF 0.65 HAS BEEN USED IN THE DEVELOPMENT OF THESE VALUES. THE USE OF THESE VALUES <br />SHALL ONLY BE APPLIED WHEN USED IN CONJUNCTION WITH LOAD COMBINATIONS SPECIFIED IN <br />SECTIONS 23 E 2.4 OF ASCE 1-10. <br />2. PRESSURES AND SUCTIONS ON SOFFITS SHALL BE THE SAME AS <br />CORRESPONDING WALL ZONES 4 E 5. <br />3. IF THE STRUCTURE IS AN EHPA OR IS INSURED BY FACTORY MUTUAL (FM) THE GROSS UPLIFT DESIGN <br />PRESSURES SHOWN HEREIN SHALL BE DOUBLED FOR ROOF COVERINGS. <br />4. THE 'ULTIMATE' WIND LOADS SHOWN IN THE COMPONENTS AND CLADDING SCHEDULE SHALL BE <br />MULTIPLIED BY 0.6 TO REDUCE THEM DOWN TO 'SERVICE' LEVEL FOR ALL TESTED ASSEMBLIES, <br />INCLUDING BUT NOT LIMITED TO DOORS, WINDOWS AND ROOF ASSEMBLIES. <br />5. PARAPET WIND LOADS ARE BASED ON A 'SOLID' PARAPET WITH NO INTERNAL PRESSURE. ACTUAL <br />PARAPET CONSTRUCTION MAY DICTATE THAT INTERNAL PRESSURE BE ADDED TO THE EXTERNAL <br />PRESSURE IN ACCORDANCE WITH ASCE 1-10 SECTION 30.9. <br />6. UPLIFT VALUES FOR ZONE 2 MAY BE USED IN LIEU OF ZONE 3 FOR CORNER ZONES IF PARAPET HEIGHT <br />WITH RESPECT TO FINISHED ROOF IS GREATER THAN 3 ft. <br />YIND 5bt � [ <br />Speed 115Jftph <br />nc <br />1 <br />terry 1 pres-eure:CoefH - alac <br />fr e t (*j <br />1, <br />: i :ve A11 : e <br />2 <br />r43 <br />1�Q� <br />- .. <br />5 <br />Parapet <br />rer- <br />e <br />10- <br />ta' 5 <br />s '0"5 <br />co er zone:'. <br />E <br />gr t <br />zo <br />r [ney ems. <br />yam <br />FLOOR FRAMING PLAN KEY NOTES: <br />11 3 1/2" CONCRETE SLAB REINF WITH &x6-YU.1*N2.1 MF <br />OVER 1 1/7-22ga TYPE "C" CONFORM DECK, GqO GAL\/. <br />SEE NOTES ON SHEET 5002 FOR DECK REQUIREMENTS. <br />12 ROOFING ON 1 1/2"-22ga TYPE "B" GALV 6q0 MTL DECK <br />5EGUREI7 WITH #12 TEK 5CREY45 AT SUPPORTS 8 #10 TEK <br />5CREYVS AT 51PELAPS ON LIGHT GAGE METAL MEMBERS. <br />PROVIDE A 36/-7 PATTERN AT SUPPORTS. (1) SCREW PER <br />SPAN SHALL BE PROVIDED AT 51DELAPS. <br />13 LIGHT GAGE FRAMING $ THEIR CONNECTIONS SHALL BE <br />DESIGNED BY A SPECIALTY ENGINEER, SEE NOTE 5E3 ON <br />SHEET 5001. SEE SHEET 5131 FOR ROOF DE516N LOAD5. <br />Al <br />1/8" = 1'-0" <br />FLOOR DESIGN LOADS <br />DEAD (PSF) <br />LIVE (PSF) <br />100 <br />50 <br />FLOOR FRAMING PLAN - 2ND LEVEL - AREA 1 - PHASE 1 <br />1 ■ 2 ■ 3 ■ 4 ■ <br />3.1) <br />1, <br />1 <br />1 <br />1 <br />1 <br />1 <br />8.4 5.0 <br />B , B , 1� A r: 407, 645 -3423 <br />IY� F: 407 ° 645 °3790 <br />1912 Boothe Circle Suite 100 <br />Longwood, FL 32750 <br />www.bbmsLrucoiral.com <br />E65343 <br />ENGINEER HEREBY EXPRESSLY RESERVES HIS <br />COMMON LAW COPYRIGHTAND OTHER <br />PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN <br />AND DRAWINGS ARE NOT TO BE REPRODUCED, <br />CHANGED OR COPIED IN ANY FORM OR MANNER <br />WHATSOEVER WITHOUT FIRST OBTAINING THE <br />STRUCTURAL ENGINEERS EXPRESSED WRITTEN PERMISSION AND CONSENT <br />Orlando = Boca Raton OF "BBM S RUCTORAL ENGINEERS', NOR ARE <br />THEY TO BEASSIGNED TO ANY PARTY WTiHOUT <br />FIRST OBTAINING SND WRITTEN PERMISSION <br />AND CONSENT. <br />SEAL \\\\\\`�������►IERri������ <br />♦ j <br />i <br />,n SONAL <br />//offfff f l I 1111"N��\\ <br />BORA ERBILEN, P.E. <br />Florida Professional Engineer No. 55996 <br />Florida Hospital <br />Zephyrhills <br />ED EXPANSION & ORTHO <br />RENOVATION <br />Hunton N&I'm <br />A R C H I T E C T <br />DATE SUBMISSION NO. <br />04.15.16 CONSTRUCTIONM DOCUMENTS <br />FLOOR FRAMING PLAN - 2ND <br />LEVEL - AREA 1 - PHASE 1 <br />PROJ. NO. H-15021.00 SHEET <br />DRAWN BE/RH/TC <br />S121 <br />5 ■ 6 ■ 7 ■ 8 ■ a ■ 10 ■ 1.1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 10 ■ 20 <br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 <br />-- <br />-I LI!; 1141I I I IFI , <br />